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8'-0" MAXDOOR WIDTH
8'-0
" M
AXD
OO
R H
EIG
HT
8'-2
" M
AX O
VERA
LL
8'-4" MAX OVERALL
REF ANCHORSCHEDULE FORMAX CORNER
DISTANCEAT JAMBS
REF
ANCH
OR
SCH
EDU
LEFO
R M
AX S
PACI
NG
AT
JAM
BS
REF ANCHORSCHED FOR
MAX CORNERDISTANCEAT JAMBS
4'-0" MAXDOOR WIDTH
8'-0
" M
AXD
OO
R H
EIG
HT
8'-2
" M
AX O
VERA
LL
4'-4" MAX OVERALL
DOUBLE DOOR ELEVATIONSCALE: 1
2" = 1'-0" EXTERIOR ELEVATION
SINGLE DOOR ELEVATIONSCALE: 1
2" = 1'-0" EXTERIOR ELEVATION
LOCK
HEI
GH
TCY
LIN
DER
LO
CK:
403
8"M
ORT
ISE
LOCK
: 40
38"
EXIT
DEV
ICES
: 39
916
"
OPP.DOOR PANEL
CONSTRUCTIONMAY VARY
(REF "DOOR PANELCONSTRUCTION
OPTIONS" DETAIL)
OPTIONAL: DECORATIVEMULTI-PANEL EMBOSSING
(PATTERNS MAY VARY)
DOOR PANELCONSTRUCTION
MAY VARY(REF "DOOR PANEL
CONSTRUCTIONOPTIONS" DETAIL)
OPTIONAL: DECORATIVEMULTI-PANEL EMBOSSING
(PATTERNS MAY VARY)
ANCHORSNOT REQ'D
AT HEADANCHORSNOT REQ'D
AT HEAD
REF ANCHOR SCHEDULEFOR MAX SPACING AT SILL
REF ANCHOR SCHEDFOR MAX CORNERDISTANCE AT SILL
REF ANCHORSCHEDULE FORMAX CORNER
DISTANCEAT JAMBS
REF
ANCH
OR
SCH
EDU
LEFO
R M
AX S
PACI
NG
AT
JAM
BSREF ANCHORSCHED FOR
MAX CORNERDISTANCEAT JAMBS
REF ANCHOR SCHEDULEFOR MAX SPACING AT SILL
REF ANCHOR SCHEDFOR MAX CORNERDISTANCE AT SILL
DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS
1
DAT
E
SHEET
DES
CRIP
TIO
NBY
DRAWING NUMBER:
CHRI
STIA
N L
ANG
LEY,
PE
FL P
E #
6738
2
Nov
02
2011
OF
DAY
.110
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1c
Day
bar
8080
Doo
rs (
FBC)
.dw
g(C
r:10
/24/
2011
15:
43)
clan
gley
11/2
/201
110
:31
R E V I S I O N S
ww
w.n
u-w
ind.
com
C.A. #28511
PR
OD
UC
T A
PP
RO
VA
L E
NG
INE
ER
ING
D
ON
E••.
R
IGH
T.
DAY.11001
5
Indu
strie
s, L
td50
WES
T D
RIVE
BRAM
PTO
N, O
NCA
NAD
A L6
T 2J
4
DAY
BAR
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& 8
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COM
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A PR
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L
9/19
/11
TEST
LAB
DRA
WIN
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CL10
/19/
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ITIA
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BMIT
TAL
CL-
--
--
--
--
* THIS SYSTEM IS VALID FOR USE WHERE WATER INFILTRATIONREQUIREMENT IS APPLICABLE (REF GEN NOTES)
GENERAL NOTES1. THIS SYSTEM HAS BEEN TESTED & EVALUATED IN
ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE (INCL 2009SUPPLEMENTS), AS WELL AS THE 2010 FLORIDA BUILDING CODE.
2. THIS SYSTEM IS APPROVED FOR USE WITHIN AND OUTSIDETHE HIGH VELOCITY HURRICANE ZONE (HVHZ).
3. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS ALARGE MISSILE IMPACT RESISTANT PRODUCT. PROTECTION FROMWIND-BORNE DEBRIS, WHERE APPLICABLE, IS NOT REQUIRED.
4. THIS SYSTEM HAS BEEN TESTED AND EVALUATED FORWATER INFILTRATION, AND IS VALID FOR USE WHERE WATERINFILTRATION REQUIREMENTS ARE APPLICABLE.
5. POSITIVE AND NEGATIVE SITE PRESSURES CALCULATED FORUSE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON ASITE-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
6. THIS DOOR SYSTEM MAY BE INCORPORATED INTOSTOREFRONT SYSTEMS - REF SEPARATE PRODUCT APPROVAL FORSTOREFRONT PRESSURE RATINGS AND OTHER LIMITATIONS OF USE.
7. KNOCKDOWN FRAMES SHOWN HEREIN MAY BE USED WITHOTHER DAYBAR DOOR SYSTEMS - APPLICABLE PRESSURE RATINGAND OTHER LIMITATIONS OF USE SHALL BE THE MOST CRITICAL OFTHIS SYSTEM OR OTHER DOOR SYSTEM.
8. UNLESS NOTED OTHERWISE, ALL STEEL COMPONENTSSHALL CONFORM TO ASTM A653 TYPE B (A40 PAINTABLEGALVANNEAL COATING) OR AISI 304 SERIES STAINLESS STEEL.
9. HEAD, SILL, AND JAMB ANCHOR DETAILS MAY BEINTERCHANGED AS FIELD CONDITIONS DICTATE.
10. EXTERIOR FRAME PERIMETER, SEAMS, AND CORNERS SHALLBE SEALED WITH GE SILICONE II CAULK.
11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUMTENSILE YIELD STRENGTH OF 60 KSI.
12. EACH DOOR ASSEMBLY SHALL BE PERMANENTLY LABELEDWITH A MINIMUM OF ONE LABEL PER UNIT CONTAINING ALLINFORMATION SPECIFIED IN THE ABOVE-NOTED BUILDING CODE,AS WELL AS THE FOLLOWING:
DAYBAR INDUSTRIES, LTDBRAMPTON, ON, CANADA
13. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THEHOST STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOODBUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFERLOADS TO THE EXISTING STRUCTURE.
14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOTPROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITECONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN(e.g. ALTERNATE LOCKING HARDWARE, ALTERNATE ANCHORS,ETC.), A LICENSED PROFESSIONAL ENGINEER OR REGISTEREDARCHITECT SHALL PREPARE SITE-SPECIFIC DOCUMENTS FOR USE INCONJUNCTION WITH THIS APPROVAL.
SINGLE DOORALLOWABLE DESIGN PRESSURES:
+ 70 PSF / -70 PSF
* THIS SYSTEM IS VALID FOR USE WHERE WATER INFILTRATIONREQUIREMENT IS APPLICABLE (REF GEN NOTES)
DOUBLE DOORALLOWABLE DESIGN PRESSURES:
+ 50 PSF / -50 PSF
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clan
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11/2
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C.A. #28511
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clan
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11/2
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C.A. #28511
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4
DAT
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SHEET
DES
CRIP
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NBY
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CHRI
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ANG
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FL P
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6738
2
Nov
02
2011
OF
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8080
Doo
rs (
FBC)
.dw
g(C
r:10
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15:
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clan
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11/2
/201
110
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R E V I S I O N S
ww
w.n
u-w
ind.
com
C.A. #28511
PR
OD
UC
T A
PP
RO
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L E
NG
INE
ER
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D
ON
E••.
R
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T.
DAY.11001
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strie
s, L
td50
WES
T D
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BRAM
PTO
N, O
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NAD
A L6
T 2J
4
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BAR
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& 8
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STE
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A PR
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LAB
DRA
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ANCHOR SCHEDULE
1. SEE EXTERIOR ELEVATION & ANCHORSCHEDULE FOR ANCHOR LOCATIONS AND/OR SPACING.
2. NO ANCHORS REQUIRED AT FRAME HEAD.3. ANCHOR SCHEDULE GIVES MAXIMUM CORNER
DISTANCE AND SPACING.4. ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
5. 38" SLEEVE ANCHOR OPTIONS FOR
INSTALLATION TO CONCRETE OR GROUT-FILLEDBLOCK:
38" RED HEAD DYNABOLT SLEEVE ANCHOR
WITH 112" MIN EMBED, 21
4" MIN EDGEDISTANCE.3
8" HILTI HLC SLEEVE ANCHORWITH 11
4" MIN EMBED, 4" MIN EDGE DISTANCE5. 3
8" LAG SCREWS SHALL HAVE 2" MIN EMBED &11
2" MIN EDGE DISTANCE.6. MINIMUM EMBEDMENT AND EDGE DISTANCE
EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALLFINISHES.
7. CONCRETE HOST STRUCTURE SHALL HAVE3,000 PSI MIN COMPRESSIVE STRENGTH.GROUT-FILLED MASONRY SHALL BE ASTM C90 BLOCKWITH MIN 2,000 PSI GROUT.
8. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE" G=0.55 OR GREATER DENSITY.
9. WHERE EXISTING STRUCTURE IS WOODFRAMING, EXISTING CONDITIONS MAY VARY. FIELDVERIFY THAT FASTENERS ARE INTO ADEQUATE WOODFRAMING MEMBERS, NOT INTO PLYWOOD (U.N.O.).
10. "STEEL" SUBSTRATE SHALL HAVE 18ga (0.048")MIN THICKNESS.
11. MACHINE SCREWS USED WITH SLEEVEANCHORS SHALL HAVE MINIMUM OF 12" ENGAGEMENTOF THREADS IN BASE ANCHOR.
12. MASONRY WIRE ANCHORS ARE ONLYAPPLICABLE AT JAMBS.
ANCHOR NOTES:
DOUBLE DOORS
SILL JAMBS
CORNERS SPACING CORNERS SPACING
6" 12" OC 6" 21" OC
6" 12" OC 6" 21" OC
6" 12" OC 6" 12" OC
- N / A - 6" 17" OC
- N / A - 9" 17" OC
- N / A - 16" 16" OC
- N / A - 6" 21" OC
SINGLE DOORS
SILL JAMBS
DETAIL ANCHOR SUBSTRATE CORNERS SPACING CORNERS SPACING
1/4
3/8" SLEEVE ANCHORS ⁴ CONCRETE ORG.F. MASONRY
6" 12" OC 6" 21" OC
3/8" BOLT & NUT STEEL 6" 12" OC 6" 21" OC
3/8" LAG SCREWS WOOD 6" 12" OC 6" 16" OC
2/4CLIP-IN STUD ANCHORS WOOD STUDS - N / A - 9" 17" OC
CLIP-IN STUD ANCHORS METAL STUDS - N / A - 9" 17" OC
3/4 MASONRY WIRE MASONRY - N / A - 16" 16" OC
4/4 DIRECT WELD STEEL - N / A - 6" 21" OC
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5
DAT
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SHEET
DES
CRIP
TIO
NBY
DRAWING NUMBER:
CHRI
STIA
N L
ANG
LEY,
PE
FL P
E #
6738
2
Nov
02
2011
OF
DAY
.110
01_0
1c
Day
bar
8080
Doo
rs (
FBC)
.dw
g(C
r:10
/24/
2011
15:
43)
clan
gley
11/2
/201
110
:31
R E V I S I O N S
ww
w.n
u-w
ind.
com
C.A. #28511
PR
OD
UC
T A
PP
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VA
L E
NG
INE
ER
ING
D
ON
E••.
R
IGH
T.
DAY.11001
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td50
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T D
RIVE
BRAM
PTO
N, O
NCA
NAD
A L6
T 2J
4
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& 8
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STE
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A PR
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TEST
LAB
DRA
WIN
GS
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11IN
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--
--
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--
BILL OF MATERIALSPART NO. DESCRIPTION MATERIAL
1 PERIMETER FRAME (HEAD, SILL, JAMB) 16ga (0.051") GALVANNEALED STEEL:ASTM A653, TYPE B, WITH A40PAINTABLE GALVANNEAL COATING(Fy=45ksi, Fu=52ksi) ...OR... AISI 304SERIES STAINLESS STEEL (Fy=45ksi,Fu=101ksi)
2 DOOR PANEL ASSEMBLY (FLUSH OR EMBOSSED) GALVANNEALED STEEL: ASTM A924, ASTMA653, TYPE B, WITH A40 PAINTABLEGALVANNEAL COATING (Fy=45ksi,Fu=60ksi) ...OR... AISI 304 SERIESSTAINLESS STEEL (Fy=45ksi, Fu=101ksi)
4 THRESHOLD: HAGER 477S EXTRUDED ALUMINUM 6063-T5 WITHVINYL BUMPER
5 THRESHOLD: HAGER 520S EXTRUDED ALUMINUM 6063-T5 WITHVINYL BUMPER
6 DOOR TOP/BOTTOM CHANNEL: 1.6875" x 1.439" 16ga (0.051") GALVANNEAL STEEL (ASTMA653 WITH G60 COATING) ...OR...STAINLESS STEEL (AISI 304 SERIES)
7 DOOR SNAP-IN TOP/BOTTOM CAP: 1.5625" x 1.00" 20ga (0.032") GALVANNEAL STEEL (ASTMA653 WITH G60 COATING) ...OR...STAINLESS STEEL (AISI 304 SERIES)
8 CONTINUOUS HINGE: HAGER ROTON 780-224 HD 6063-T6 ALUMINUM
9a FULL MORTISE HINGE (STANDARD): HAGER #BB-1279 STEEL (PER MFR'S SPECS)9b FULL MORTISE HINGE (STANDARD): HAGER #BB-1191 STAINLESS STEEL (PER MFR'S SPECS)10a FULL MORTISE HINGE (HEAVY): HAGER #BB-1168 STEEL (PER MFR'S SPECS)10b FULL MORTISE HINGE (HEAVY): HAGER #BB-1199 STAINLESS STEEL (PER MFR'S SPECS)11 RIM EXIT DEVICE: HAGER 4500 SERIES PER MFR'S SPECS
12 RIM STRIKE: HAGER 4920F PER MFR'S SPECS
13 SVR EXIT DEVICE: HAGER 4500 SERIES PER MFR'S SPECS
14 SVR TOP STRIKE: HAGER 4923F PER MFR'S SPECS
15 CYLINDRICAL LOCK: HAGER 3400 OR 3500 SERIES PER MFR'S SPECS
16 DEAD BOLT: HAGER 3100 SERIES PER MFR'S SPECS
17 MORTISE LOCKSET W/ DEADBOLT: HAGER 3800 SERIES PER MFR'S SPECS
18 SURFACE BOLT: HAGER #275D (8" LONG) PER MFR'S SPECS
19 DOOR HINGE STILE REINFORCEMENT (REQUIRED FORMORTISE HINGES ONLY)
8ga GALVANNEAL STEEL OR STAINLESSSTEEL
20 FRAME HINGE REINFORCEMENT (REQUIRED FOR MORTISEHINGES ONLY)
8ga GALVANNEAL STEEL OR STAINLESSSTEEL
21 SURFACE STRIKE REINFORCEMENT 12ga GALVANNEAL STEEL OR STAINLESSSTEEL
22 FRAME STRIKE REINFORCEMENT 14ga (0.074") GALVANNEAL STEEL ORSTAINLESS STEEL
23 DOOR LOCK STILE REINF (MORTISE LOCK): 3.500" x 1.660" 14ga (0.074") GALVANNEAL STEEL ORSTAINLESS STEEL
24 CYLINDRICAL LOCK AND DEADBOLT REINFORCEMENT STEEL, SATIN COATING
25 DOOR SURFACE BOLT REINFORCEMENT: 1.688" x 3.5" x 9" 14ga (0.074") GALVANNEAL STEEL ORSTAINLESS STEEL
26 DOOR CLOSER REINFORCEMENT: 1.688" x 3.5" x 16.25" 14ga (0.074") GALVANNEAL STEEL ORSTAINLESS STEEL
27 BUTTERFLY ANCHOR CLIP: EMA #PT1-008 STEEL (PER MFR'S SPECS)28 MASONRY WIRE ANCHOR STEEL: Fy=40ksi, Fu=96ksi
29 CLIP-IN STUD ANCHOR 20ga (0.035") ASTM A653 A-60GALVANNEALED STEEL
30 ASTRAGAL WEATHERSTRIPPING: HAGER 872S PER MFR'S SPECS (NEOPRENE INSERT)
31 ASTRAGAL WEATHERSTRIPPING: HAGER 874S PER MFR'S SPECS (NEOPRENE INSERT)
32 PRESS-ON WEATHERSTRIPPING: HAGER 726S SILICONE, SELF-ADHESIVE
33 PERIMETER WEATHERSTRIPPING: HAGER 891S PER MFR'S SPECS (VINYL BUMPER)34 DOOR SWEEP: HAGER 770S PER MFR'S SPECS (VINYL INSERT)
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